#### Transcript Trusses in ANSYS

```EMA 405
Tips for Using Truss Elements in ANSYS
Truss Elements in ANSYS
We don’t really need to “mesh” a truss
model
 Just define nodes directly
(Modeling/Create/Nodes/In Active CS)
 All you need is one element per “line” in the
truss model
 Then create elements
(Modeling/Create/Elements/Auto
Numbered/Thru Nodes)
 Apply boundary conditions and loads to
nodes

Truss Element Types in ANSYS

Besides trusses, link elements are commonly used to model
cable systems, springs (k=EA/L), and actuator arms. ANSYS
has 5 link elements in its library.
Link1 – 2D spar: Model must be completely in x-y plane
Link10 – Bilinear 3D Spar: allows for the creation of tension only or
compression only elements. Useful for modeling cables or
contact only supports
Link11 – ANSYS calls this a linear actuator, but it can be thought of as a
shock absorber as damping as well as spring stiffness is applied.
Link180 – 3D finite strain spar: similar to link8 but with improved nonlinear
capabilities. The higher number indicates this is a newer
element in the ANSYS family.
Post Processing

To get stresses in elements, go to: General
Postproc/List Results/Element Solution
and then Stress/Line Element Results
A Test Problem
E=200 GPa
 =0.27
 A=2 cm2
 Use 2-D spar
element
 Expected results:
dmax
(usum)=22.2
microns;
smax=2.6 MPa

35 cm
50 cm
F=300 N
Changing Element Properties

If you want to alter the properties of
elements after they are created
◦ Create second set of properties (real
constants, element type, material properties,
etc.)
◦ Then go to Modeling/Move or
Modify/Elements/Modify Attrib

To check, go to List/Elements
A Slight Modification
Now switch “angled” bar to E=300 GPa
and A=4 cm2
 Expected Results: dmax=13.4 microns;
smax=1.31 MPa

Getting Results From the Element Table

For line elements (links, beams, etc. ) the Element Table is used to access
results data. The Element Table is different for each element, therefore, we need
line). From Table 8.2 in the Help file, we can see that the stress (SAXL) can be
obtained 1using the item 'LS,1‘, and the element load (MFORX) using ‘SMISC,1”.
Element Table Continued
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From the General Postprocessor menu select Element Table >Define Table
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Type in a label (I used stress)
Scroll down through the items and select by sequence number
Select LS and then type 1 after LS, and hit apply
In a similar manner, add an entry for the element forces (SMISC,1)
These items may now be plotted or listed
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